Araştırma Makalesi
BibTex RIS Kaynak Göster

Yıl 2023, Cilt: 7 Sayı: 2, 458 - 467, 29.06.2023

Damla Yılmaz Betül Sena Öksüz Egemen Aras Bilge Özdoğan Cumalı Semih Nemlioglu

https://doi.org/10.31015/jaefs.2023.2.24

Öz

Kaynakça

  • Abay, O., Baykan, N., Baykan, N.O. (2015). Tarih Boyunca Barajların Elden Çıkma Nedenleri. Su Yapıları Sempozyumu Kitabı. Antalya, 157-166.
  • Abedi Koupaei J. (1991). Investigation of effective elements on uplift pressure upon diversion dams by using finite difference. (In Persian), Masters of Science Thesis, University of Tarbiat Modarres, Tehran, Iran.
  • Ahmed, A.A. (2011). Design of hydraulic structures considering different sheet pile configurations and flow through canal banks, Computers and Geotechnics, 38(4), 559 -565. Doi: https://doi.org/10.1016/j.compgeo.2011.03.004
  • Alghazali, N.O.S., Alnealy, H.K.T. (2015a). Experimental analysis of seepage in soil beneath a model of a gravity dam. American Journal of Civil Engineering, 3(3), 64-69. Doi: 10.11648/j.ajce.20150303.12
  • Alghazali, N.O.S., Alnealy, H.K.T. (2015b). Experimental study for piezometric head distribution under hydraulic structures. International Journal of Scientific & Technology Research, 4(4), 44-49.
  • Alghazali, N.O.S., Alnealy, H.K.T. (2015c). Analysis of Seepage Under Hydraulic Structures Using Slide Program. American Journal of Civil Engineering, 3 (4), 116-124. doi: 10.11648/j.ajce.20150304.14
  • Bligh, W.G., 1910. Dams, barrages and weirs on porous foundations. Engineering Record, 64(26), 708–710.
  • Cilingir, H. (2007). Toprak dolgu barajların gövdelerindeki sızmaların sonlu elemanlar yöntemi ile incelenmesi: Büyükçekmece barajı uygulaması. (In Turkish), Masters of Science Thesis, Istanbul Technic University, Instıtute of Science, Istanbul, 71s.
  • Eynur, Z. (2004). Baraj altındaki sızmaların analiz ve kontrolü: Sazlıdere barajı uygulaması. (In Turkish), Masters of Science Thesis, Istanbul Technic University, Instıtute of Science, Istanbul, 96s.
  • Khalili Shayan, H., Amiri-Tokaldany, E. (2015). Effects of blanket, drains, and cutoff wall on reducing uplift pressure, seepage, and exit gradient under hydraulic structures. International Journal of Civil Engineering, 13(4), 486-500. Doi: 10.22068/IJCE.13.4.486
  • Khosla, R.B.A., Bose, N.K., Taylor, E.M. (1936). Design of weirs on permeable foundations (No. 12). Central Board of Irrigation and Power, India.
  • Lane, E.W. (1935). Security from under-seepage for masonry dams on earth foundations. Trans. ASCE, 100, 1235- 1352.
  • Mesci, S. B. (2006). Dolgu baraj gövdelerindeki sızmaların ve freatik hattın incelenmesi: Seferihisar barajı uygulaması. (In Turkish), Masters of Science Thesis, Istanbul Technic University, Institute of Science, Istanbul, 93s.
  • Mohammed-Ali, W.S. (2011). The effect of middle sheet pile on the uplift pressure under hydraulic structures. European Journal of Scientific Research, 65(3), 350-359.
  • Sedghi-Asl, M., Rahimi, H., Khaleghi, H. (2015). Effect of cutoff wall’s depth and situation on reducing seepage under hydraulic structures by using numerical method, 5th Iranian Hydraulic Conference, Iran (In persian).
  • Sedghi-Asl, M., Rahimi, H., Khaleghi, H. (2010). Experimental analysis of seepage flow under coastal dikes. Experimental Techniques, 34(4), 49-54. Doi: https://doi.org/10.1111/j.1747-1567.2009.00562.x
  • Sedghi-Asl, M., Rahimi, H., Khaleghi, H. (2012). Laboratory investigation of the seepage control measures under coastal dikes. Experimental Techniques, 36, 61-71. Doi: https://doi.org/10.1111/j.1747-1567.2010.00692.x
  • Tosun, H. (2004). Baraj mühendisliğinde geoteknik-geçirimli zeminler ve iyileştirme esasları, Türkiye Mühendislik Haberleri, 430.
  • Ullah, A., Kassim, A., Alam, I., Junaid, M., Ahmad, I. S. (2019). Efficiency analysis of seepage of Baz Ali small dam, Kurram Agency using clay blanket and cut-off wall with sand filter. Bulletin of the Geological Society of Malaysia, 67, 113-118. Doi: https://doi.org/10.7186/bgsm67201914
  • Zainal, E.A.K. (2011). The effects of cutoff wall angle on seepage under dams. Journal of Engineering, 17(5), 1109 -1131.

Experimental investigation of parametric changes in seepage time and length into the subsoil of hydraulic structures

Yıl 2023, Cilt: 7 Sayı: 2, 458 - 467, 29.06.2023

Damla Yılmaz Betül Sena Öksüz Egemen Aras Bilge Özdoğan Cumalı Semih Nemlioglu

https://doi.org/10.31015/jaefs.2023.2.24

Öz

Dams and hydraulic structures are built on rivers in order to protect water resources due to global warming, to collect surface waters to provide drinking water and/or irrigation water, to prevent floods and to establish hydroelectric power plants. Dams, for example, are hydraulic structures that have more or less positive or negative environmental interactions on surface water and groundwater. One of the environmental interactions of dams and similar hydraulic structures is the seepage of accumulated water in its reservoir from upstream bottom of the dam. This seepage can affect the level and location of groundwater, reduce the accumulation of water in the reservoir, and cause piping in the ground below the construction of the dam body. In order to control the seepage, the methods of increasing the seepage length by using sheet pile and clay blanket on the dam foundation are frequently used. In this study, in the physical laboratory model, the variations in the seepage lengths that occur under the hydraulic structure section in the soil with two different grain diameters of 0.85 mm and 1.5 mm, depending on the dam structure, soil and barrier structures (sheet pile and upstream clay blanket), were experimentally investigated. As a result, it was determined that the seepage occurs less in the soil with a smaller grain diameter of 0.85 mm, the smaller the soil particle diameter has a reducing effect on the seepage, and the use of sheet pile increases this effect positively. In addition, it has been determined that the clay blanket in the upstream is effective compared to the general conditions, but the use of sheet pile provides the most efficiency.

Anahtar Kelimeler

seepage environmental risk hydraulic structure clay blanket sheet pile

Kaynakça

  • Abay, O., Baykan, N., Baykan, N.O. (2015). Tarih Boyunca Barajların Elden Çıkma Nedenleri. Su Yapıları Sempozyumu Kitabı. Antalya, 157-166.
  • Abedi Koupaei J. (1991). Investigation of effective elements on uplift pressure upon diversion dams by using finite difference. (In Persian), Masters of Science Thesis, University of Tarbiat Modarres, Tehran, Iran.
  • Ahmed, A.A. (2011). Design of hydraulic structures considering different sheet pile configurations and flow through canal banks, Computers and Geotechnics, 38(4), 559 -565. Doi: https://doi.org/10.1016/j.compgeo.2011.03.004
  • Alghazali, N.O.S., Alnealy, H.K.T. (2015a). Experimental analysis of seepage in soil beneath a model of a gravity dam. American Journal of Civil Engineering, 3(3), 64-69. Doi: 10.11648/j.ajce.20150303.12
  • Alghazali, N.O.S., Alnealy, H.K.T. (2015b). Experimental study for piezometric head distribution under hydraulic structures. International Journal of Scientific & Technology Research, 4(4), 44-49.
  • Alghazali, N.O.S., Alnealy, H.K.T. (2015c). Analysis of Seepage Under Hydraulic Structures Using Slide Program. American Journal of Civil Engineering, 3 (4), 116-124. doi: 10.11648/j.ajce.20150304.14
  • Bligh, W.G., 1910. Dams, barrages and weirs on porous foundations. Engineering Record, 64(26), 708–710.
  • Cilingir, H. (2007). Toprak dolgu barajların gövdelerindeki sızmaların sonlu elemanlar yöntemi ile incelenmesi: Büyükçekmece barajı uygulaması. (In Turkish), Masters of Science Thesis, Istanbul Technic University, Instıtute of Science, Istanbul, 71s.
  • Eynur, Z. (2004). Baraj altındaki sızmaların analiz ve kontrolü: Sazlıdere barajı uygulaması. (In Turkish), Masters of Science Thesis, Istanbul Technic University, Instıtute of Science, Istanbul, 96s.
  • Khalili Shayan, H., Amiri-Tokaldany, E. (2015). Effects of blanket, drains, and cutoff wall on reducing uplift pressure, seepage, and exit gradient under hydraulic structures. International Journal of Civil Engineering, 13(4), 486-500. Doi: 10.22068/IJCE.13.4.486
  • Khosla, R.B.A., Bose, N.K., Taylor, E.M. (1936). Design of weirs on permeable foundations (No. 12). Central Board of Irrigation and Power, India.
  • Lane, E.W. (1935). Security from under-seepage for masonry dams on earth foundations. Trans. ASCE, 100, 1235- 1352.
  • Mesci, S. B. (2006). Dolgu baraj gövdelerindeki sızmaların ve freatik hattın incelenmesi: Seferihisar barajı uygulaması. (In Turkish), Masters of Science Thesis, Istanbul Technic University, Institute of Science, Istanbul, 93s.
  • Mohammed-Ali, W.S. (2011). The effect of middle sheet pile on the uplift pressure under hydraulic structures. European Journal of Scientific Research, 65(3), 350-359.
  • Sedghi-Asl, M., Rahimi, H., Khaleghi, H. (2015). Effect of cutoff wall’s depth and situation on reducing seepage under hydraulic structures by using numerical method, 5th Iranian Hydraulic Conference, Iran (In persian).
  • Sedghi-Asl, M., Rahimi, H., Khaleghi, H. (2010). Experimental analysis of seepage flow under coastal dikes. Experimental Techniques, 34(4), 49-54. Doi: https://doi.org/10.1111/j.1747-1567.2009.00562.x
  • Sedghi-Asl, M., Rahimi, H., Khaleghi, H. (2012). Laboratory investigation of the seepage control measures under coastal dikes. Experimental Techniques, 36, 61-71. Doi: https://doi.org/10.1111/j.1747-1567.2010.00692.x
  • Tosun, H. (2004). Baraj mühendisliğinde geoteknik-geçirimli zeminler ve iyileştirme esasları, Türkiye Mühendislik Haberleri, 430.
  • Ullah, A., Kassim, A., Alam, I., Junaid, M., Ahmad, I. S. (2019). Efficiency analysis of seepage of Baz Ali small dam, Kurram Agency using clay blanket and cut-off wall with sand filter. Bulletin of the Geological Society of Malaysia, 67, 113-118. Doi: https://doi.org/10.7186/bgsm67201914
  • Zainal, E.A.K. (2011). The effects of cutoff wall angle on seepage under dams. Journal of Engineering, 17(5), 1109 -1131.
Toplam 20 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Doğal Kaynak Yönetimi, Su Kaynakları ve Su Yapıları
Bölüm Makaleler
Yazarlar

Damla Yılmaz 0000-0003-4207-7105

Betül Sena Öksüz 0009-0003-1388-3295

Egemen Aras 0000-0002-7553-9313

Bilge Özdoğan Cumalı 0000-0001-7579-7120

Semih Nemlioglu 0000-0002-9938-4651

Yayımlanma Tarihi 29 Haziran 2023
Gönderilme Tarihi 30 Mayıs 2023
Kabul Tarihi 23 Haziran 2023
Yayımlandığı Sayı Yıl 2023 Cilt: 7 Sayı: 2

Kaynak Göster

APA Yılmaz, D., Öksüz, B. S., Aras, E., Özdoğan Cumalı, B., vd. (2023). Experimental investigation of parametric changes in seepage time and length into the subsoil of hydraulic structures. International Journal of Agriculture Environment and Food Sciences, 7(2), 458-467. https://doi.org/10.31015/jaefs.2023.2.24
AMA Yılmaz D, Öksüz BS, Aras E, Özdoğan Cumalı B, Nemlioglu S. Experimental investigation of parametric changes in seepage time and length into the subsoil of hydraulic structures. int. j. agric. environ. food sci. Haziran 2023;7(2):458-467. doi:10.31015/jaefs.2023.2.24
Chicago Yılmaz, Damla, Betül Sena Öksüz, Egemen Aras, Bilge Özdoğan Cumalı, ve Semih Nemlioglu. “Experimental Investigation of Parametric Changes in Seepage Time and Length into the Subsoil of Hydraulic Structures”. International Journal of Agriculture Environment and Food Sciences 7, sy. 2 (Haziran 2023): 458-67. https://doi.org/10.31015/jaefs.2023.2.24.
EndNote Yılmaz D, Öksüz BS, Aras E, Özdoğan Cumalı B, Nemlioglu S (01 Haziran 2023) Experimental investigation of parametric changes in seepage time and length into the subsoil of hydraulic structures. International Journal of Agriculture Environment and Food Sciences 7 2 458–467.
IEEE D. Yılmaz, B. S. Öksüz, E. Aras, B. Özdoğan Cumalı, ve S. Nemlioglu, “Experimental investigation of parametric changes in seepage time and length into the subsoil of hydraulic structures”, int. j. agric. environ. food sci., c. 7, sy. 2, ss. 458–467, 2023, doi: 10.31015/jaefs.2023.2.24.
ISNAD Yılmaz, Damla vd. “Experimental Investigation of Parametric Changes in Seepage Time and Length into the Subsoil of Hydraulic Structures”. International Journal of Agriculture Environment and Food Sciences 7/2 (Haziran 2023), 458-467. https://doi.org/10.31015/jaefs.2023.2.24.
JAMA Yılmaz D, Öksüz BS, Aras E, Özdoğan Cumalı B, Nemlioglu S. Experimental investigation of parametric changes in seepage time and length into the subsoil of hydraulic structures. int. j. agric. environ. food sci. 2023;7:458–467.
MLA Yılmaz, Damla vd. “Experimental Investigation of Parametric Changes in Seepage Time and Length into the Subsoil of Hydraulic Structures”. International Journal of Agriculture Environment and Food Sciences, c. 7, sy. 2, 2023, ss. 458-67, doi:10.31015/jaefs.2023.2.24.
Vancouver Yılmaz D, Öksüz BS, Aras E, Özdoğan Cumalı B, Nemlioglu S. Experimental investigation of parametric changes in seepage time and length into the subsoil of hydraulic structures. int. j. agric. environ. food sci. 2023;7(2):458-67.
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